EP2930275A1 - Système et procédé de fabrication d'une fondation pour un ouvrage situé dans l'eau - Google Patents

Système et procédé de fabrication d'une fondation pour un ouvrage situé dans l'eau Download PDF

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Publication number
EP2930275A1
EP2930275A1 EP14001284.0A EP14001284A EP2930275A1 EP 2930275 A1 EP2930275 A1 EP 2930275A1 EP 14001284 A EP14001284 A EP 14001284A EP 2930275 A1 EP2930275 A1 EP 2930275A1
Authority
EP
European Patent Office
Prior art keywords
hollow body
foundation
cavity
water
drilling device
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP14001284.0A
Other languages
German (de)
English (en)
Other versions
EP2930275B1 (fr
Inventor
Marc Dr. Peters
Ulrich Schaffhauser
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Herrenknecht AG
Original Assignee
Herrenknecht AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Herrenknecht AG filed Critical Herrenknecht AG
Priority to EP14001284.0A priority Critical patent/EP2930275B1/fr
Priority to DK14001284.0T priority patent/DK2930275T3/en
Priority to EP17208006.1A priority patent/EP3333324A1/fr
Publication of EP2930275A1 publication Critical patent/EP2930275A1/fr
Application granted granted Critical
Publication of EP2930275B1 publication Critical patent/EP2930275B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04—Guide devices; Guide frames
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00—Handling building or like materials for hydraulic engineering or foundations
    • E02D15/08—Sinking workpieces into water or soil inasmuch as not provided for elsewhere
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water
    • E02D27/525—Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/40—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds in open water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/12—Underwater drilling
    • E21B7/124—Underwater drilling with underwater tool drive prime mover, e.g. portable drilling rigs for use on underwater floors

Definitions

  • the invention relates to a method for producing a foundation for a building in the water in which a tubular hollow body is arranged at the bottom of the water, a drilling device is arranged in the hollow body, in the bottom of the water a cavity below the hollow body is generated, in which the soil is removed by means of the drilling device , and the hollow body is lowered into the cavity until a predetermined depth in the soil is reached, the drilling device is then removed from the hollow body, a foundation element is introduced and lowered into the cavity in the interior of the hollow body, and the space between the cavity wall and the outside of the foundation element is filled.
  • the invention relates to a system for producing a foundation for a structure in the water with a tubular hollow body, with a drivable in the hollow body boring device, which is adapted to produce in the bottom of the water a cavity below the hollow body, in which the soil is removed by means of the drilling device , And in which the hollow body is lowered, with a foundation element, which is embeddable and lowerable into the cavity in the interior of the hollow body, and with a filling material that is suitable, a gap, which after removal of the hollow body between the cavity wall and the outside of the Foundation element is present, to fill.
  • a platform is arranged at a foundation site, which has a guide element for a monopile to be introduced.
  • the monopile is placed in the soil and then the annulus is filled between the monopile in the soil.
  • a wind turbine is installed via a connecting section.
  • the foundation structure is divided into two parts, in which a monopile is first introduced, in which then subsequently a second tubular element is set, on which then the connection adapter and on the turn the wind turbine are applied.
  • a lost formwork is placed in the ground in which then the monopile is placed on the then the connection adapter and the wind turbine are placed.
  • a jack-up platform or a comparable carrier vehicle is provided at the foundation site, with which in particular the guidance of the monopile during the introduction is accomplished. The use of such jack-up platforms is expensive.
  • the invention provides that a guide device is placed on the water base surface at the place of foundation, in which the tubular hollow body is arranged in the guide device in the insertion direction, that the hollow body is removed from the cavity after the introduction of the foundation element , And that the guide element is removed.
  • the guide device is deposited as a separate unit on the water base surface.
  • the tubular hollow body is used, which acts as a kind of casing.
  • the drilling device is introduced, which then subsequently removes the soil in the foundation area.
  • the casing is optionally introduced controlled by the guide device. Once the casing has been inserted into the ground to its final depth, drilling is stopped and the drilling device removed from the casing.
  • a further teaching of the invention provides that the guide element is removed before or after the introduction of the foundation element in the hollow body. Furthermore, it is advantageous that the hollow body is closed after removal of the drilling device with a closure element, wherein preferably before the introduction of the foundation element, the closure element is removed and / or it is preferably in the closure element is a lid. By closing the hollow body, it is possible, especially in waters with strong currents or high sediment content to close the hollow body to prevent material entry in a simple manner.
  • Another teaching of the invention provides that a cementitious material is used to fill the cavity between the cavity wall and the foundation element. This makes it possible in a particularly simple manner to achieve a corresponding fixation of the foundation element in the ground. Furthermore, it is advantageous that the foundation element is a pile. Furthermore, it is advantageous that the building is a wind turbine.
  • the solution according to the invention provides that a guide device is provided, which is deductible at the foundation on the water base surface and in which the hollow body can be arranged in the direction of insertion, and that the hollow body is designed so that it is after the introduction of the foundation member of the Cavity is removable.
  • An advantageous embodiment of the invention provides that a closure element is provided, with which the hollow body is closable. This is preferably a lid.
  • the foundation element is a pile, and / or that the backfill material is a cementitious material.
  • a guide device 13 is arranged in the water 11 on the ground 12 (see Fig. 1 ).
  • the guide device 13 has a pipe section 14 which is connected to a flat support body 15 on the body of water 12.
  • To support diagonal struts 16 are arranged between the pipe section and the support body.
  • a hollow body arranged in the form of a casing 18.
  • a drilling device 20 is arranged in the interior 19 of the casing 18. With a drill head 21 of the drilling device 20 located in the removal area to be solved bottom 22 is removed. This creates a cavity 23, in the progress of Bohrfort suits (see Fig. 4 ) the casing tube 18 is lowered into the cavity 23.
  • the drilling device 20 is removed from the interior 19 of the casing 18.
  • Fig. 6 can then be applied to the closing of the interior 19 of the casing 18, a cover member 25 on the projecting into the water 11 end 26 of the casing, so that then the interior 19 is closed to material input by inflowing water.
  • the thus-prepared foundation site 10 can now be found in the in Fig. 6 state shown remain until the subsequent construction steps of the structure 100 are performed.
  • Fig. 7 is shown, the lid 25 removed and then, as in Fig. 8 is shown, introduced into the interior 19 of the casing 18, a foundation pile 27 and on the Cavity deepest turned off. Subsequently, the casing tube 18 is removed from the cavity 23, as in Fig.
  • annular space 30 Between the outer wall 28 of the cavity 23 and the outer wall 29 of the foundation pile 27 thus there is an annular space 30 (see Fig. 10 ).
  • a filling material 31 is introduced and the previously located in the annular space 30 water displaced thereby. This is continued until the filling material 31 in the annular space 30 has reached the height of the body of water 12.
  • the guide device 13 After hardening of the filling material 31, the guide device 13 is then removed and the foundation pile 27 is located free-standing in the body of water 11 starting from the water bottom 12.
  • a connecting element 32 is then arranged on the foundation pile 27 (see FIG Fig. 14 ), on which then the wind turbine 100 (see Fig. 15 ) is built.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Geology (AREA)
  • Fluid Mechanics (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Foundations (AREA)
  • Wind Motors (AREA)
  • Piles And Underground Anchors (AREA)
EP14001284.0A 2014-04-08 2014-04-08 Système et procédé de fabrication d'une fondation pour un ouvrage situé dans l'eau Active EP2930275B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP14001284.0A EP2930275B1 (fr) 2014-04-08 2014-04-08 Système et procédé de fabrication d'une fondation pour un ouvrage situé dans l'eau
DK14001284.0T DK2930275T3 (en) 2014-04-08 2014-04-08 System and method for making a foundation for a building in water
EP17208006.1A EP3333324A1 (fr) 2014-04-08 2014-04-08 System et procèdé de fabrication d'une fondation pour un ouvrage situé dans l'eau

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP14001284.0A EP2930275B1 (fr) 2014-04-08 2014-04-08 Système et procédé de fabrication d'une fondation pour un ouvrage situé dans l'eau

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP17208006.1A Division EP3333324A1 (fr) 2014-04-08 2014-04-08 System et procèdé de fabrication d'une fondation pour un ouvrage situé dans l'eau

Publications (2)

Publication Number Publication Date
EP2930275A1 true EP2930275A1 (fr) 2015-10-14
EP2930275B1 EP2930275B1 (fr) 2017-12-20

Family

ID=50472976

Family Applications (2)

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EP14001284.0A Active EP2930275B1 (fr) 2014-04-08 2014-04-08 Système et procédé de fabrication d'une fondation pour un ouvrage situé dans l'eau
EP17208006.1A Withdrawn EP3333324A1 (fr) 2014-04-08 2014-04-08 System et procèdé de fabrication d'une fondation pour un ouvrage situé dans l'eau

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP17208006.1A Withdrawn EP3333324A1 (fr) 2014-04-08 2014-04-08 System et procèdé de fabrication d'une fondation pour un ouvrage situé dans l'eau

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EP (2) EP2930275B1 (fr)
DK (1) DK2930275T3 (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3406802A1 (fr) * 2017-05-25 2018-11-28 Power China Huadong Engineering Corporation Limited Structure de pieu de grand diamètre de type à battre en forant en mer et procédé de construction
WO2020062940A1 (fr) 2018-09-25 2020-04-02 高永光 Procédé de consolidation d'injection de coulis pour pieu préfabriqué de guidage de trou de forage de coffrage complet et pieu préfabriqué pour celui-ci
CN114215049A (zh) * 2021-12-09 2022-03-22 中铁大桥局集团第五工程有限公司 一种深水基础、裸岩环境下钻孔桩主体钢护筒的施工方法
EP4273326A1 (fr) 2022-05-06 2023-11-08 Optum Computational Engineering ApS Fondation d'une superstructure, en particulier d'une éolienne, éolienne dotée de la fondation, procédé de formation d'une fondation d'éolienne
BE1030675B1 (nl) * 2022-06-29 2024-01-29 Deme Offshore Be Nv Werkwijze voor het vanaf een vaartuig aanbrengen van een fundering in een onderwaterbodem
EP4339378A1 (fr) 2022-09-16 2024-03-20 BAUER Maschinen GmbH Dispositif de manipulation et procédé de préhension et d'insertion d'un tube de pieu dans un forage
EP4339376A1 (fr) 2022-09-16 2024-03-20 BAUER Spezialtiefbau GmbH Procédé de formation d'un pieu de fondation dans le sol
EP4339377A1 (fr) 2022-09-16 2024-03-20 BAUER Spezialtiefbau GmbH Pieu tubulaire et procédé de formation d'un pieu de fondation

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4286593A1 (fr) 2022-05-30 2023-12-06 BAUER Spezialtiefbau GmbH Dispositif d'excavation et procede de creation d'un trou
EP4350119A1 (fr) 2022-10-06 2024-04-10 BAUER Maschinen GmbH Dispositif de forage sous-marin et procédé de construction d'un tubage sous-marin

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012146350A2 (fr) * 2011-04-26 2012-11-01 Herrenknecht Ag Pieu porteur et procédé pour établir une fondation pour un bâtiment dans l'eau
EP2527539A1 (fr) 2011-05-27 2012-11-28 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'introduction d'un élément de fondation dans le sol d'une étendue d'eau
EP2562348A1 (fr) 2011-08-23 2013-02-27 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'exécution d'un forage
EP2500473B1 (fr) 2011-03-16 2013-08-21 HOCHTIEF Solutions AG Procédé de fabrication d'une fondation pour une installation offshore

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0520891D0 (en) * 2005-10-14 2005-11-23 Tidal Generation Ltd Foundation structure for water current energy system
GB2448358B (en) * 2007-04-12 2009-07-08 Tidal Generation Ltd Installation of underwater ground anchorages
GB0814341D0 (en) * 2008-08-06 2008-09-10 Aws Ocean Energy Ltd Pile system
EP2562310B1 (fr) * 2011-08-23 2016-07-20 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'exécution d'un forage au fond de l'eau

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2500473B1 (fr) 2011-03-16 2013-08-21 HOCHTIEF Solutions AG Procédé de fabrication d'une fondation pour une installation offshore
WO2012146350A2 (fr) * 2011-04-26 2012-11-01 Herrenknecht Ag Pieu porteur et procédé pour établir une fondation pour un bâtiment dans l'eau
EP2527539A1 (fr) 2011-05-27 2012-11-28 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'introduction d'un élément de fondation dans le sol d'une étendue d'eau
EP2562348A1 (fr) 2011-08-23 2013-02-27 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'exécution d'un forage

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PAUL SCHELLER ET AL: "Mitteilungen des Institutes und der Versuchsanstalt für Geotechnik der Technischen Universität Darmstadt. Helf Nr. 91", March 2012, article "Monopfahlgründung für eine Gezeitenturbine in Schottland", pages: 139 - 149, XP055309828

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3406802A1 (fr) * 2017-05-25 2018-11-28 Power China Huadong Engineering Corporation Limited Structure de pieu de grand diamètre de type à battre en forant en mer et procédé de construction
WO2020062940A1 (fr) 2018-09-25 2020-04-02 高永光 Procédé de consolidation d'injection de coulis pour pieu préfabriqué de guidage de trou de forage de coffrage complet et pieu préfabriqué pour celui-ci
CN114215049A (zh) * 2021-12-09 2022-03-22 中铁大桥局集团第五工程有限公司 一种深水基础、裸岩环境下钻孔桩主体钢护筒的施工方法
EP4273326A1 (fr) 2022-05-06 2023-11-08 Optum Computational Engineering ApS Fondation d'une superstructure, en particulier d'une éolienne, éolienne dotée de la fondation, procédé de formation d'une fondation d'éolienne
WO2023214094A1 (fr) 2022-05-06 2023-11-09 Optum Computational Engineering Aps Fondation pour une superstructure et pour une éolienne, éolienne dotée d'une fondation, procédé de formation d'une fondation d'éolienne
BE1030675B1 (nl) * 2022-06-29 2024-01-29 Deme Offshore Be Nv Werkwijze voor het vanaf een vaartuig aanbrengen van een fundering in een onderwaterbodem
EP4339378A1 (fr) 2022-09-16 2024-03-20 BAUER Maschinen GmbH Dispositif de manipulation et procédé de préhension et d'insertion d'un tube de pieu dans un forage
EP4339376A1 (fr) 2022-09-16 2024-03-20 BAUER Spezialtiefbau GmbH Procédé de formation d'un pieu de fondation dans le sol
EP4339377A1 (fr) 2022-09-16 2024-03-20 BAUER Spezialtiefbau GmbH Pieu tubulaire et procédé de formation d'un pieu de fondation
WO2024056237A1 (fr) 2022-09-16 2024-03-21 Bauer Spezialtiefbau Gmbh Procédé de formation d'un pieu de fondation dans le sol
WO2024056480A1 (fr) 2022-09-16 2024-03-21 Bauer Spezialtiefbau Gmbh Tube de pieu et procédé de formation d'un pieu de fondation

Also Published As

Publication number Publication date
EP2930275B1 (fr) 2017-12-20
DK2930275T3 (en) 2018-04-03
EP3333324A1 (fr) 2018-06-13

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